HomeMy WebLinkAboutMicropilesReport(18-6523.Micropiles.0001).pdf Client: Chad Salli
Town of Vail
GROUND 1309 Elkhorn
81rn Drive
ENGINEERING
Red Sandstone Parking Garage
Report Date: Jul 18,2018 Work Order No.: 18-6523.Micropiles.0001;ver: 1
Work Order Date: Jul 17,2018 Reviewed by: Shane Sorensen
Micro•iles
General Contractor: Haselden Performed by: Matt Raczewski
Installation Contractor: Schnabel
Installation Equipment: Drill rig
Placement Location: Sacrificial Micropile at CL:A.2/7.2
Comments: We arrived on site for the scheduled time of 9am to observe Schnabel performing the compressive and tension verification
testing of the sacrificial micro pile at gridline A.2/7.2.According to Schnabel's field engineer the test results look good and
appear to be acceptable.
On-Site Notifications
Name Company
Tom Highsmith Haselden Construction
Robbie Kloehn Haselden Construction
Schnabel Cody Pump
Locations and Plan Dimensions
Micropile Plan/Contractor Micropile Location Plan Diameter(in) Min.Length(ft) Min.Bedrock Plan Top of Pile
No. Micropile No. Penetration(ft) Elevation(ft)
Excavation Measurements (ft)
_:--Vertical Reinforcing Micropile Existing Top of Overburden Top of Excavation Bottom Depth in Pile
Top of Footing p Ground Pile Bedrock of Pile p
No. Elevation Elevation Depth Elevation Depth Elevation Bedrock Length
law
Bottom of Footing-
Casing
t Length
Top of Bedrock \
/y
o.
Casing /1
_
rl
Reinforcing
Centralizer
Grout
fI V
—N Micropile Diameter
Excavation Conditions
Micropile Drill Start Drill Finish Top of Casing Casing Casing Deviation Excavation Ground
No. Time Time Elevation(ft) Length(ft) Diameter(in) from Center Plumbness Cleanliness Water Depth
(ft)
Reinforcing Steel
Required Vertical Actual Vertical
Required Vertical Actual Vertical Required Splice Actual Splice
Micropile No. Reinforcement Reinforcement Reinforcement Reinforcement Length(in) Length(in)
Length(ft) Length(ft)
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced,except in full,without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood I Commerce City I Loveland I Granby I Gypsum Page 1 of 3
Client: Chad Salli
Town of Vail
GROUND 1309 El 81rn Drive
ENGINEERING
Red Sandstone Parking Garage
Report Date: Jul 18,2018 Work Order No.: 18-6523.Micropiles.0001;ver: 1
Work Order Date: Jul 17,2018 Reviewed by: Shane Sorensen
Micro•files
Grout Placement
Micropile No. Grout Placement Grout Placement Water Depth Before Theoretical Grout Estimated Grout Method of Grout
Start Time Finish Time Grout Placement(in) Volume(ft) Volume(ft) Placement
Comments
Micropile No. Description of Soil Location of Obstructions Comments
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced,except in full,without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood I Commerce City I Loveland I Granby I Gypsum Page 2 of 3
Client: Chad Salli
Town of Vail
GROUND 1309 El 81rn Drive
ENGINEERING
Red Sandstone Parking Garage
Report Date: Jul 18,2018 Work Order No.: 18-6523.Micropiles.0001;ver: 1
Work Order Date: Jul 17,2018 Reviewed by: Shane Sorensen
Micro•files
Photos
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Verification of micropile Actively testing
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Compression
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced,except in full,without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
Englewood I Commerce City I Loveland I Granby I Gypsum Page 3 of 3